2012
DOI: 10.4028/www.scientific.net/amm.253-255.1682
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Simulation and Analysis of Highway Traffic Accident Based on VISSIM

Abstract: When the highway traffic accident happened, the capacity will decrease, and if the upstream traffic volume was more than the remaining capacity, the traffic jam will happen. The simulation software VISSIM was used to simulate and analyze the highway traffic accident under different number of blocked lane, upstream traffic volume and traffic accident duration. Simulation result shows that, the capacity has something to do with the number of blocked lane, but has nothing to do with the location of traffic accide… Show more

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Cited by 4 publications
(3 citation statements)
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“… Incident Duration. Number of Blocked lanes [ 102 ] Signal Light 30 Minutes Delay Queue Length Traffic Volume Travel Time Blocked Lanes Incident Duration Upstream Traffic Volume [ 103 ] Bus Stop (90,120) Minutes Travel Time Total Delay Diversion Rate Incident Duration Number of Blocked Lanes Capacity Reduction [ 104 ] Signal Light 60 Minutes Travel Time Queue Length Incident duration [ 105 ] Signal Light (5−60) Minutes (5 Minutes Interval) Traffic Flow Density Delay Incident Duration Shockwave Dissipation Time [ 106 ] Signal Light 1 Hour Travel Time Traffic Volume Number of Blocked Lanes [ 107 ] Parking-Lot 100 Seconds Traffic Rate Traffic Volume Incident Type Incident Location [ 108 ] Signal Light (25,60,75) Minutes Traffic Volume Incident Duration Incident Location [ 109 ] Bus Stop (15,35,45) Minutes Capacity Traffic Flow Incident Location ...…”
Section: Vissim Application Literature Reviewmentioning
confidence: 99%
“… Incident Duration. Number of Blocked lanes [ 102 ] Signal Light 30 Minutes Delay Queue Length Traffic Volume Travel Time Blocked Lanes Incident Duration Upstream Traffic Volume [ 103 ] Bus Stop (90,120) Minutes Travel Time Total Delay Diversion Rate Incident Duration Number of Blocked Lanes Capacity Reduction [ 104 ] Signal Light 60 Minutes Travel Time Queue Length Incident duration [ 105 ] Signal Light (5−60) Minutes (5 Minutes Interval) Traffic Flow Density Delay Incident Duration Shockwave Dissipation Time [ 106 ] Signal Light 1 Hour Travel Time Traffic Volume Number of Blocked Lanes [ 107 ] Parking-Lot 100 Seconds Traffic Rate Traffic Volume Incident Type Incident Location [ 108 ] Signal Light (25,60,75) Minutes Traffic Volume Incident Duration Incident Location [ 109 ] Bus Stop (15,35,45) Minutes Capacity Traffic Flow Incident Location ...…”
Section: Vissim Application Literature Reviewmentioning
confidence: 99%
“…Similarly, Chen et al used a combination of a driving simulator and VISSIM to assess the influence of adverse weather on traffic flow characteristics [48]. Finally, Shi and Cheng used VISSIM to simulate congestion caused by road collisions on a highway [49]. The highlighted studies emphasize the practicality of microscopic simulation models in evaluating a range of urban traffic scenarios, covering both recurrent and non-recurrent congestion.…”
Section: Microsimulation Of Traffic Congestionmentioning
confidence: 99%
“…In our scenario, besides the real traffic flow data, a traffic accident had to be generated. The authors of [25] used traffic lights for this purpose, thus this approach had been applied in our simulation as well. The accident is simulated by opening only one of the four available lanes on a road.…”
Section: Case Studymentioning
confidence: 99%